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SPEC, I FIGATI ONS
<br />1. CONSTRUCTION
<br />1. 1. 1. AGI 510-14 BUILDING CODE REOUIREMENT5 FOP, STRUGTURAL GONGRETE
<br />1. 1.2. ASGE5/AGl 530-13, TM5 402-16 4 ASGE(blAGI 550.1-13, TM5 (902-Irb
<br />SPEGIFIGATIONS FOR MASONRY STRUCTURES.
<br />1.1.3. A5TM G210-12c, G476-10, AND CAO-14 SPEGIFIGATION5 FOR MASONRY STRUCTURES
<br />1. 1.4. NATIONAL DE51ON 5PEGIFIGATIONS (NDS) FOR V400D GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPAN'T'IN6 SUPPLEMENTS.
<br />1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), bth EDITION (201-7)
<br />1. 1.6. "MANUAL OF STEEL GON5TRUGTION, ALLONABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15C,)
<br />1.1. -7. "DESIGN SPEGIFIGAT10N FOR LIGHT METAL PLATE GONNEGTEP HOOP TRUSSES" E3'1' THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DESI -ON :
<br />1.2.1. AGI 3lb-14 BUILDING CODE REGUIREMENT5 FOR STRUCTURAL CONCRETE
<br />1.2.2. A5CE5/AGI 550-13, TM5 402-Ir? * ASGEWAGI 550.1-15, TM5 602-Irb
<br />5FEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />1.2.5. A5TM G2-70-120, G416-10, AND Gc`10-14 5PEGIFIGATION5 FOR MASONP,"r 5TRUGTURE5
<br />1.2.4. NATIONAL DE51ON SPEGIFIGATION5 (NOS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />L2.5. PLYNOOD OE516N SPECIFICATIONS (APA)
<br />1. 2. ro, FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), bth EDITION (201-7)
<br />SHOP DRANINOS :
<br />1.5.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP PRANIN65 NITHOUT NRITTEN APPROVAL FROM
<br />THE EN51NEER OF RECORD.
<br />1.3.2. ALL SHOP DRANINOS, ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF CONSTRUCTION.
<br />1.3.3. ALL ROOF AND FLOOR TRUSS SHOP PP-ANINC75 ARE TO BE 51ONED AND SEALED BY A FLA.
<br />PEG. PE. AND SHALL INCLUDE : DRANIN65 AND GALGULATIONS, REACTIONS AND BEARINO
<br />POINTS, BRACING REGUIREMENT5, AND GONNEGTlON5 TO SUPPORTING TRU55 MEMBERS.
<br />2. DESION LOADS
<br />THIS STRUGTURE HAS BEEN DESIGNED IN AGGORPANGE NITH THE 6th ED. (201-7) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING CATEGORY: 11
<br />2. 1. DEAD LOADS
<br />ROOF
<br />TILE (TC,=I5P5F, E3G=IOPSF) 25P5F
<br />ASPHALT SHINGLE (TG=-1P5F, E3G=IOPSF) I_7P5F
<br />METAL (TC,=IOPSF, E3G=IOP5F) 20P5F
<br />FLOOR
<br />TILE (CERAMIC, 1/2" MORTAR BED) 25P5F
<br />CARPET OF, HOOD 15P5F
<br />2. 2. LIVE LOADS I
<br />ROOF
<br />20PSF
<br />FLOOR
<br />ONE- AND TNO-FAMILY DVJELLIN55
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />5OP5F
<br />OTHER
<br />4OP5F
<br />EXTERIOR DEG<5
<br />SAME AS OCGUPANGY SERVED
<br />RAILIN5 - NONGONGURRENT
<br />50PLF OR 200LB
<br />LIVE LOAD REDUGTION5
<br />PER CODE
<br />2. 5. ROOF SNON LOAD DATA:
<br />GROUND SNON LOAD, Pq N/A
<br />2. 4. HIND LOADS :
<br />BASIC, HIND SPEED, V (5-SEG. GUST) 140MPH (Vci5d=IO5MPH)
<br />V41NO EXPOSURE G
<br />INTERNAL PRE55URE GOEFFIGIENT +/-0.10
<br />G$G IDE51ON PRESSURE SEE PLAN
<br />NINO BORNE DEBRIS PROTECTION SHUTTERAMPAGT OLA55
<br />2. 5. 5E I 5M I C, DES I ON DATA:
<br />SEISMIC IMPORTANCE FACTOR, 1.
<br />1.0
<br />5E15MIG RISK GATEOOR"r
<br />11
<br />MAPPED SPA, 55,51
<br />N/A
<br />51TE CLASS
<br />A
<br />DE51ON SRG, SOS, 5DI
<br />N/A
<br />SEISMIC, DE51ON GATEOORY
<br />N/A
<br />BASIC 5FR5
<br />MASONRY NALL5
<br />DES16N BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC, RESPONSE GOEFFIGIENT, G5
<br />N/A
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALY515 PROCEDURE
<br />ELF
<br />2. (q. FLOOD DE516N DATA:
<br />DATUM NAVObb
<br />FLOOD ZONE .1X11
<br />BASE FLOOD ELEVATION: N/A
<br />LONE5T PROPOSED FLOOR ELEVATIONS N/A
<br />5. DEFLECTIONS:
<br />LIVE LOAD J-13650
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. REINFORGINO STEEL
<br />4. 1. 1. REINFORCING STEEL SHALL BE A5TM Ab15/A&I5M-Ocf GRADE 40, f'y = 40 Krl
<br />4. 1.2. LAP SPLICE SHALL BE AS FOLLONS: #5 BAR 25", #4 BAR 20", #5 BAR 15".
<br />4. 1.5. ALL PIMEN51ON5 PERTAINING TO THE LOCATION OF REINFORGINO ARE TO THE GENTERLINE OF
<br />EAGH BAR EXCEPT HHERE THE GOVER DIMENSION 15 SHONN TO THE FAGE OF THE CONCRETE.
<br />4. 1.4. REINFORCING DETAIL DIMEN51ON5 ARE OUT TO OUT OF EARS.
<br />4. 1.5. REINFORCING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REGU1RED
<br />YIELD 5TRENOTH OF THE BAR ANP ARE TO BE APPROVED BY THE EN51NEER OF RECORD.
<br />4. 1. (b. DESIGN COVER REGUIREMENT5 :
<br />G-I-P GONGRETE FORMED AGAINST EARTH 51,
<br />G-I-P CONCRETE EXPOSED TO EXTERIOR 2"
<br />G-1-P CONCRETE NOT EXPOSED V2
<br />GROUT FILLED MASONRY : 3/4
<br />4.1.7. HELPED HIRE FABRIC (NNF): AIO&4/AIO(94M-Ibci
<br />4. 1. b. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 515-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />MODULES OF
<br />4.2.1.
<br />GONGRETE TYPE
<br />MIN. 25 DAY
<br />DE51ON (f'r-)
<br />ELA5TIGIT'T`
<br />DE51ON (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 P51
<br />2,e)50 K5i
<br />G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO CO. ONLY
<br />5,000 P51
<br />5,122 K51
<br />G-I-P GROUT
<br />5,000 p5i
<br />5,122 K5i
<br />4. 2. 2�
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX NITH SLUMP
<br />BETNEEN 6" AND T" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOP, ADDITIONAL
<br />CRITERIA.
<br />4.2.3.
<br />GROUT SHALL GON51ST OF PEA POCK (515" MAXIMUM AGGREGATE) GONGRETE MIX
<br />NITH SLUMP BETNEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4.2.4.
<br />CONSTRUCTION JOINTS V41LL BE PERMITTED
<br />4.2.5.
<br />METHOD OF CONCRETE FORMING, PLAGEMENT AND GURINO SHALL BE GONDUCITED IN
<br />AGGORDANGE NITH THE SPEGIFIGATIONS AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED SLABS (EXGLUPING EXTERIOR NALKKAY5 � DRIVENAYS)
<br />3 1/2" MIN, THIGKNE55 I,,V MIN. REINFORGEMENT OF 6.0 x (9.0 NI 1.4 x 1.4 NNF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PEP, DESIGN MIX MAY BE USED I.L.O. NNF @
<br />GONTRACTOR5 DISCRETION.
<br />4.2.-7.
<br />CONCRETE PLAGEMENT PRACTIGE5 SHALL BE IN AGGORDANGE NI ALL
<br />AGI- MGP 201-7 STANDARDS.
<br />4.3. GONGRETE MASONRY
<br />4� 3. 1.
<br />FILLED CELLS N/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4.3.2.
<br />LOAD 13EARINO CONCRETE MA50NRY BLOGK SHALL BE A5TM CAO-14, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />4. 5. 5.
<br />ALL GELLS � CAVITIES BELCH GRAPE HILL BE FILLED N1 GONGRETE IN ALL STEM NALLS
<br />4.3.4.
<br />THE A66RE6ATE STRENGTH OF THE BLOCK AND MORTAR SHALL 13E F'm = 2,000 PSI MINIMUM
<br />4.5.5.
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE
<br />GONPUGTEP IN ACCORDANCE NITH THE 5PEGIFIGATION5 AS STATED.
<br />4.3.6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUCTION.
<br />4.3.-7.
<br />MA5ONRT' ROUGH OPENING MAY VART' IN THE GROSS 5EGTION DIMENSION OR ELEVATION
<br />DIMEN51ON 5PEGIFIEP ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R6063.1.1
<br />4.4. STRUGTURAL LUMBER :_
<br />4.4.1.1.
<br />INTERIOR LOAD BEARINO KALL5 SPF STUD OR BETTER, fb = (9-75 PSI, E = 1200 Kqi
<br />ALL EXTERIOR FRAMING 5PF #2 OF, BETTER, fb = b-75 PSI, E = 1,40OKSI
<br />4.4.1.2.
<br />ALL FRAME KALLS TO BE GONSTRUGTEP USING 5PF,
<br />STUD GUALITY OR BETTER, UNLE55 NOTED OTHER145E
<br />4.4.2.
<br />ALL PLYNOOP USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4.4.5.
<br />ALL PLYV400D USED FOR INTERIOR APPLICATIONS SUGH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.o.
<br />4.4.4.
<br />IF 05B E30ARD 15 TO BE USED IN PLACE OF PLYHOOP 15 TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4.4.5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />GONTAGT HITH GONGRETE 15 TO REGEIVE A STANDARD GRAPE PRE55URE TREATING.
<br />4. 4. rb.
<br />NHEN PRE ENGINEERED TRU55ES ARE GALLED FOR ON THE PLANS THE
<br />MANUFAGTURER 15 TO SUBMIT SHOP PRANIN65 TO THE EN61NEER OF RECORD.
<br />4.4.1.
<br />DESIGN, FABRICATE AND ERECT HOOD TRU55ES IN AGGORDANGE V41TH THE "DESIGN
<br />5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTEP HOOD TRUSSES" E3"r THE
<br />ANSI/TPI 1-14, BC51 2013
<br />4.4-5.
<br />UNTREATED V400D SHALL NOT BE IN DIREGT GONTAGT HITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT NOODEN TOP PLATES.
<br />4. 4. Gi.
<br />ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN STRICT
<br />AGGORDANGE NITH THE FRO SECTION R-705.7.2 AND NITH ASTM Gr12(b INCLUDING THE
<br />REFERENCE IN A5TM Gc`126 5EGTION b TO SECTION XI.4.2 OF THE APPENDIX - -7/5" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (510" - 318�" - Ilb") OVER METAL LATH OVER HATER
<br />RES15TIVE BARRIER. THE HATER P-ES15TIVE BARRIER SHALL INCLUDE A HATER-RE515TIVE
<br />VAFOR-PERMEABLE BARRIER V41TH A PERFORMANCE AT LEAST EGUIVALENT TO THO
<br />LAYERS OF GRAPE P PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A 5EPARATE GONTINUOUS PLANE AND
<br />SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORPANGE V41TH THE APPLICABLE BUILDIN5 CODE AND MANUFAGTURER'5
<br />SPECIFICATIONS. GURINO TIME FOR 5-GOAT STUCCO, EACH GOAT SHALL BE KEPT IN A M015T
<br />CONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLIGATION OF THE NEXT COAT. THE
<br />2ND COAT SHALL NOT BE APPLIED SOONER THAN 4& HR5 AFTER APPLICATION OF THE 15T
<br />GOAT. THE FINISH COAT SHALL NOT BE APPLIED 50ONER THAN -7 DAYS AFTER THE
<br />AFFLIGATION OF THE 2NO GOAT. UNLESS APPLICATIONS INSTALLED IN ACCORDANCE NITH
<br />A5TM G(q2b INGLUDINO THE REFERENCE IN A5TM Gc12rb 5EGTION & TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4.4.1c.
<br />INSTALLATION OF EXTERIOR LATHING $ FRAMING SHALL COMPLY TO A5TM C, 1063
<br />PER FLORIDA RESIDENTIAL CODE R-105.1.1
<br />4.4.11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF FRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE NITH ANPA M 4
<br />4.5. FASTENERS AND TIE DOV4NS :
<br />4.5. 1.
<br />FASTENERS AND TIE DONNS SHALL GON51ST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : A5TM A56156M Ob Fy = 56 K51
<br />ROUND METAL FIFE : ASTM A55/A53M-12, GRAPE B Fy = 35 <51
<br />50UARE METAL TUBING A5TM A500-13, GRADE B Fy = 4(qKs1
<br />H15H STRENGTH E30LTS A5TM A525-14
<br />MACHINE BOLTS : GALVANIZED ASTM AE30-7-12
<br />4.5.2.
<br />SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = E3E3<5iHITH OqO
<br />GALVANIZED GOATIN5 IN AGGORDANGE NlTH A5TM A525-q5.
<br />4.5.5.
<br />NAILS SHALL GON51ST OF : GOMMON HIRE NAILS V41TH MINIMUM DIAMETER AS
<br />FOLLOV45 i bd = 0.151", Od = 0.14b", l2d = 0.14b", I&d = 0.162'.
<br />4.5.4-
<br />ALL FASTENERS AND TIE DONN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATINO BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />ALL FASTENERS AND TIE PONNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE DONN5, BEAM HANGERS, -JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE NITH THE PLANS AND SPECIFICATIONS.
<br />4.5.7.
<br />GONGRETE EMBEDDED J BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />NITH THE DESIGN PLANS, U.N.O. ALTERNATES TO ",J" BOLTS ARE NOTED ON PLANS.
<br />4.5.0.
<br />CONCRETE EMBEDDED TIE DONN5 USED FOR TRUSS AND NALL UPLIFT ARE TO BE
<br />PLAGED AROUND EMBEDDED REINFORGINO PRIOR TO OR NHILE PLAGINO GROUT.
<br />4. 5. cl.
<br />P05T-IN5TALLED ANCHORS INTO CONCRETE
<br />I . P05T-INSTALLED ANGHOR5 SHALL ONLY BE USED NHERE SPEGIFIEP ON THE
<br />GON5TRUGTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LLG PRIOR TO INSTALLING f-05T-IN5TALLEE) ANCHORS IN FLAGE OF
<br />MISSING OR MISPLACED GAST-IN-FLAGE ANCHORS.
<br />2. GARE SHALL BE TAKEN IN PLAGINO P05T-INSTALLED ANCHORS TO AVOID CONFLICTS
<br />NITH EXISTING REBAR.
<br />5. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE NITH THE MANUFACTURER'S
<br />PRINTED INSTRUGTION5 (MPII).
<br />4. SUBSTITUTION REGUE5TS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELON SHALL BE
<br />SUBMITTED BY THE CONTRACTOR TO PE ALONG NITH GALGULATION5 THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFE55IONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE 5UB5TITUTED PROPUGT 15 CAPABLE OF AGHIEVINO
<br />EGUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE
<br />APPROPRIATE DESIGN PROCEDURE AND/OR STANPARD(S) AS REGUIRED BY THE FLORIDA
<br />BUILDING GOPE.
<br />5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL APHE51VE
<br />AND MEGHANIGAL ANCHORS PER THE FROPUCT'5 FLORIDA PRODUCT APPROVAL.
<br />ro. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL 'TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PROOUGT RELATED GUESTION5 AND AVAILABILITY.
<br />GALL SIMF50N STRON5-TIE AT 6500) CiqC`l-5OC1C1. GALL HILTI AT (&(06) 445-&52-7.
<br />-7. MEGHAN1GAL ANGHOR5 SHALL HAVE BEEN OUALIFIEP FOR USE IN AGGORDANGE NITH AGI
<br />555.2 AND IGG-E5 AGIC13 FOR GRAGKEP AND UNGRAGKEO GONGRETE REC,06NITION.
<br />FRE-APPROVED MECHANICAL ANGHOR5 INCLUDE:
<br />A) SGREN: 5IMP50N 5TRON6-TIE "TITEN-HO" OR HILTI "KNIK HU5-EZ`
<br />B) EXPAN51ON: SIMPSON 5TRONO-TIE "5TRON&-BOLT 2" OR HILTI "KHIK E30LT TZ"
<br />APHE51VE ANCHORS SHALL HAVE BEEN GUALIFIED FOP, USE IN AGGOROANGE NITH ACI
<br />555.4 AND IGG-ES AG505 FOP, CRACKED AND UNGRAC,KEP GONGRETE REGOONITION.
<br />ADHE51VE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 50-14 0.2.2. HOLES SHALL BE PRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-5ERVIGE 5HORT-TERM TEMPERATURE OF 150-F, AND
<br />MAX. IN-SERVIGE LON5-TERM TEMPERATURE OF 110*F (AGI 515 OA.2.10. FRE-AFFROVED
<br />ADHESIVE ANGHORS INGLUDE:
<br />A) EPDXY: 5IMP50N 5TRONO-TIE 'SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST GURE: SIMP50N STRON5-TIE "AT-XF` OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANCHORS INTO MASONRY
<br />1. MEGHANIGAL ANCHORS INSTALLED IN 5OLIP-0ROUTEF,> CONCRETE MA50NRY SHALL HAVE
<br />BEEN GUALIFIED FOP, USE IN ACCORDANCE HITH IGG-E5 AGOI OR AGIO6.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INCLUDE:
<br />A) 5GREN: SIMPSON STRONO-TIE "TITEN-HD" OR HILTI '<Nl< HU5-EZ"
<br />B) EXPAN51ON: SIMPSON 5TRONO-TIE "STRON&-f3OLT 2", "NEDOE-ALL" OR HILTI
<br />"KNI< E30LT 3"
<br />2. ADHESIVE ANCHORS INSTALLED IN SOLID-OROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN GUALIFIED FOR USE IN ACCORDANCE NITH IGG-ES AG55. PRE -APPROVED
<br />ADHESIVE ANCHORS INCLUDE:
<br />A) EPDXY: SIMPSON 5TRONO-TIE 'SET-XP"
<br />B) FAST GURE: SIMPSON STRON&-TIE `AT-XP" OR HILTI "HIT-HY -70"
<br />5. ADHESIVE ANGHOR5 INSTALLED IN HOLLON GONGRETE MASONRY $ UNREINFORGED CLAY
<br />BRICK MA50NRY SHALL HAVE BEEN GUALIFiEP FOR USE IN ACCORDANCE V41TH IGG-E5
<br />AG5b OR AG&O, RESPECTIVELY. PRE-AFPROVEO APHE51VE ANGHOR5 INGLUDE:
<br />A) SIMP50N STRONO-TIE "SET" OR HILTI "HIT-HY -70"
<br />4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHE51VE ANGHOR5
<br />INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED CLAY BRIG< MA50NRY
<br />AS REOUIRED BY THE ADHE51VE MANUFAGTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4.6.1.
<br />MIGRO-LAM 5TRES5 5RADE5 SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES:
<br />E 2,000,000 PSI
<br />Flb 2,c450 PSI
<br />Ft I,E550 PSI
<br />Fc 500 PSI (PERPENDIGULAR)
<br />Fc, 2,100 (PARALLEL)
<br />4.1. STEEL:
<br />Fv 2b5 P51
<br />4.7.1.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, OUALIFIED
<br />STEEL EREGTOR.
<br />4.1.2.
<br />FABRICATE AND EREGT ALL STRUCTURAL STEEL IN AGGORDANGE NITH A,1.5.G.
<br />"SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUCTURAL
<br />13TEEL FOR BUILDIN55".
<br />4� -7. 5.
<br />STRUCTURAL STEEL: ASTM A56/56M 08?.
<br />4.1. 4.
<br />STEEL TUBING: A5TM A500-10, GRAPE B.
<br />4.7.5.
<br />HELPED CONNECTlON5: E-70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/1611, AN5
<br />GERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REOUEST.
<br />4.7.6.
<br />NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE I,-FF3 51-IFFENER
<br />PLATES ON EACH 51DE OF THE 1,,JEE3, OF A THIGKNES5 EGUAL TO BEAM FLANGE
<br />THIG<NESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4.1-7.
<br />THE STEEL FRAME 15 "NON-5ELF SUPPORTING". ADEGUATE TEMPORAR'T'15UPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REGUIRED GONNEGTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. b. 50 1 L:
<br />4. `�. 1. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARINO PRESSURE.
<br />GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE.
<br />4. b. 2, ALL 501L 15 TO BE GLEAN $ POISONED FOP, TERMITES PER FBC, 6TH EDITION (201-7)
<br />RESIDENTIAL SECTIONS R310.1, R510.2, R.5103, $ R310.1
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIF'*r TYPE OF TERMITE TREATMENT
<br />4 SOIL GHEMIGAL BARRIER METHOD
<br />6 OTHER TREATMENT - MUST 5PEGlFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, NHIGI
<br />SUE35TANT1ATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGT10N SYSTEM
<br />OF, METHOD.
<br />IF GHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />1. FBG 105.11- "A PERMANENT SION NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-INSFEGTION AND TREATMENT GONTRAGT RENENAL SHALL BE
<br />PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL."
<br />2. CONDENSATE AND ROOF DONN5POUT5 SHALL PISGHAR6E AT LEAST 1'-0" ANAY FROM
<br />THE BUILDING SIPE NALL5.
<br />5. IRRI6ATION/5PRINKLER SYSTEMS INGLUDINO ALL RISERS AND SPRAY HEADS -SHALL NOT
<br />BE INSTALLED V41THIN 1'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG F230.7 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION,
<br />CLEARANCE BETNEEN EXTERIOR NALL COVERINGS AND FINAL EARTH GRAPE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM)
<br />EXCEPTIONS:
<br />1. PAINT OR DECORATIVE- GEMENTITIOU5 FIN15H LESS THAN g INGH (1-7.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51PENALL.
<br />2. AGGESS OR VEHICLE RAMPS NHIGH RISE TO THE INTERIOR FIN15H FLOOR
<br />ELEVATION FOR THE ROTH OF SUCH RAMPS ONLY.
<br />5. A 4-lNGH (102 MM) INSPECTION 5PAGE ABOVE PATIO AND GARAGE- 5LAE35 AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITF5, THE FIN15H ELEVATION MAY
<br />MATCH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MA50NRY
<br />CONSTRUCTION ONLY.
<br />5. MA50NRY VENEERS GON5TRUGTEP IN AGGORDANGE V41TH 5E6TION R5185.4.
<br />5. R315.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BACKFILLINC7 AND COMPACT ION 15 GOMPLETE.
<br />6. R30.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA DISTURBED AFTER INITIAL GHEMIGAL 501L TREATMENT SHALL BE RETREATED HITH
<br />A CHEMICAL 501L TREATMENT INGLUPIN5 5PAGE5 BOXED OR FORMED.
<br />-7. R:30.10 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN
<br />GONGRETE FLOORS f3OXEF,> OUT OR FORMED FOR THE SIUB5EGUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OF, ANY OTHER PURPOSE SHALL BE CREATED By USING
<br />PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH To ELIMINATE
<br />ANY PLANNED 501L DISTURBANCE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
<br />E5. R310.1.4 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED 501L SHALL BE PROTECTED NITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OG6UR5 BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REOUIRED. ANY NORK, INCLUDING,
<br />PLACEMENT OF REINFORGINO STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS 1-0 AVOID
<br />PENETRATING OR 015TURBIN6 TREATED SOIL.
<br />cf. RE310.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE OVERPOUR OR MOP -TAR AGGUMULATEP ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL 501L TREATMENT, TO
<br />ENHANGE VERTICAL PENETRAT10N OF THE GHEMIGAIL5.
<br />10. R30.1.6 IF SOIL TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, CIHEMIGAL
<br />501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF OPAPE
<br />NITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE 5IDEHALLS. ALSO, A VERTICAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER 6ON5TRUCTION 15 COMPLETED,
<br />INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11. R3017 IF A REGISTERED TERMITIGIPE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION THROUGH SEGTION
<br />R515.1.6 DO NOT APPLY; HONEVER, A 516NED CONTRACT ASSURING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING, SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE ISSUE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE
<br />BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
<br />INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />IF THE BAITINO SYSTEM DIRECTIONS FOR US REGUIRE A MONITORING PHASE PRIOR, TO
<br />INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLAI ION OF T14E
<br />MONITORING PHASE COMPONENTS SHALL 13E DEEMED To CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R515.1.b IF A REGISTERED TERMITIGIPE FORMULATED AND RE515TERED AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS P315.1.1
<br />THROUGH R50.1.6 DO NOT APPLY. APPLICATION OF THE HOOP TREATMENT TERMITIGIDE5
<br />SHALL BE AS REGUIREP BY LABEL DIRECTIONS FOP, USE, AND MUST BE COMPLETED
<br />PRIOR -TO FINAL BUILDING APPROVAL.
<br />13. R30.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE515TEREP
<br />TERMITIGIDE5, INGLUDINO SOIL APPLIED PESTIGIDE5, BAITING SYSTEMS, AND PE5_TIGIPE5
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE SECTION 202,
<br />RF-015TERED TERMITlGIPE. UPON GOMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTEGTIVE TREATMENT, A CERTIFICATE OF GOMPLIANGE SHALL. BE ISSUED 1-0 THE
<br />BUILDING DEPARTMENT BY THE LIGEN5EP PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLONINe STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORPANGE NITH
<br />RULES AND LAV45 ESTABLISHED 13Y THE FLORIDA DEPARTMENT OF AORIGULTURE AND
<br />CONSUMER SERVICES."
<br />14. RE318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIFINO PENETRATING CONCRETE
<br />SLAB-ON-ORADE FLOORS SHALL NOT BE OF GELLUI-05E-GONTAININ6 MATERIALS. IF
<br />501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THlGKNE55 OF 0.010 INCH (0.25 MM), AND BE SEALED NITHIN 'THE
<br />SLAB USING A NON-GORRO51VE CLAMPING DEVICE "To ELIMINATE THE ANNULAR 5PAGE
<br />BETNEEN 'THE PIPE ANDTHE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED IN51DE THE
<br />SLEEVE.
<br />15. R315.5 GLEANIN6. CELLS AND GAVITIES IN MASONRY UNITS AND AIR C�AP5 BETNEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL
<br />NON-FRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOP, OR OTHER
<br />GELLULO5E-GONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXGEPTION: INOROANIG MATERIAL MANUFACTURED FOP, GLOSINO CELLS IN FOUNDATION
<br />CONCRETE MA50NRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN CONCRETE
<br />MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERM1TE TREATMENT 15 PERFORMED.
<br />4.(5.5. SOIL 15 To BE GOMPAGTEP TO c45% MODIFIED PROGTOR A5 DEFINED BY ASTM P 155-7-1201
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED Br'THE GOVERNING -JURISDICTION "LIOUID E30RAI-E OR
<br />BOR-A-GOR" PROOUGT OR 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PEP -MIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXP05ES UNTREATED PORTIONS OF
<br />HOOP ARE REGUIRED TO 13E FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REOUIRED SAFETY OLAZINIO IN HAZARDOUS LOCATION5
<br />SAFETY QLAZINe (RE: FRC, R500.4)
<br />R30b.4 HAZARDOUS LOCATIONS. THE FOLLONIN& SHALL BE CON51DERED 5PEGIFIG HAZARDOUS LOCATIONS
<br />FOP, THE PURPOSES OF GLAZING:
<br />1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SNINOINO, 5LIPIN6 AND BIFOLD DOORS.
<br />EXCEPTIONS:
<br />1. GLAZED OPENIN65 OF A 51ZE THROUGH NHIGH A 5-lNGH DIAMETER (76 rnm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL AD-JAGENT To A DOOR SHALL BE GON51DEREP To
<br />BE A HAZARDOUS LOCATION HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INGHE5 (1524 MM) AE30VE THE FLOOR OR NAL<INO 5URFAGE AND IT MEETS EITHER OF THE FOLLONINO
<br />CONDITIONS:
<br />1. HHERE THE GLAZING 15 NITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A CLOSED P051TION.
<br />2. NHERE THE GLAZING 15 ON A NALL PERPENDIGULAR TO THE PLANE OF THE POOR IN A GL05ED
<br />P051TION AND NITHIN 24 INGHE5 (rolo MM) OF THE HINGE SIPE OF AN IN-5NINOING DOOR.
<br />EXGEPTION5:
<br />1. DECORATIVE GLAZING.
<br />2. NHERE THERE 15 AN INTERVENING NALL OR OTHER PERMANENT BARRIER BETI,,EEN THE DOOR AND THE
<br />GLAZING.
<br />3. NHERE AGGE55 THROUGH THE DOOR 15 TO A CLO5ET OR STORAGE AREA 5 FEET (1�14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APFLIGATION SHALL GOMPLT' HITH 5EGTION R505.43.
<br />4. GLAZING THAT 15 APJAGENT TO THE FIXED PANEL OF PATIO DOORS
<br />5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEET5 ALL OF THE FOLLONINO
<br />CONDITIONS:
<br />1. THE EXF05ED AREA OF AN IN01VIPUAL PANE IS LARGER THAN cf SaUARE FEET (O.&3rqm2)j AND
<br />2. THE E30TTOM EDGE OF THE GLAZING 15 LESS THAN I& INGHE5 (45-7 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 56 INCHES (c114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE NAL<IN5 SURFACE ARE V41THIN 3ra INGHES M14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXCEPTIONS:
<br />1. DECORATIVE GLAZING.
<br />2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF
<br />THE GLAZING 54 TO 55 INGHES (046 TO cfb5) ABOVE THE NALKINO
<br />5URFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDINO A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) NITHOUT GONTAGTINO
<br />THE 5LA55 AND BE A MINIMUM OF 1 1/2" INCHE15 (3b mm) IN CROSS SEGTIONAL HEIGHT.
<br />5. OUTE30ARD PANES IN IN5ULATINC7 GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS NHEN THE
<br />E30TTOM EDGE OF THE OLA55 15 25 FEET (7620 mm) OR MORE ABOVE GRAPE, A ROOF, NALKINO
<br />SURFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.cl-7 RAD) OR HORIZONTAL) SURFAGE
<br />AP,JAGENT TO THE GLASS EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT AE30VE A NALKING SURFAGE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS.
<br />5. GLAZING IN KALLS, ENGLO5URE5 OR FENGE5 GONTAININO OR FAGINO HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOM5,13ATHTUB5, SHONERS AND INDOOR OR OUTDOOR SHIMMING POOLS NHERE THE
<br />E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTIGAILL"r
<br />AE30VE ANY STANDING OR NALKINO 5URFAGE SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
<br />TH15 SHALL APPLY TO 51NOLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.
<br />EXGEPTION: GLAZING THAT 15 MORE THAN (50 INGHES (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUB, SPA, KHIRLPOOL OR SHIMMINO POOL OR
<br />FROM THE EDGE OF A SHONER, SAUNA OR STEAM ROOM.
<br />6. GLAZING HHERE THE E30TTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 56 INGHE5 (c114 MM) ABOVE
<br />THE PLANE OF THE AD-JAGENT KALKIN& 5URFAGE OF 5TAIRKAY5, LANDINGS BETWEEN FLIG7HT5 OF 5TAlR5
<br />AND RAMPS SHALL BE GON51PERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />1. HHERE A RAIL 15 INSTALLED ON THE AGGES51BLE 51PE(S) OF THE GLAZING E34 TO 58> INCHES (b&4 To
<br />c165 MM) ABOVE THE KAL<INO 5URFAGE. THE RAIL SHALL BE CAPABLE OF HITHSTANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PEP, LINEAR FOOT (130 N/M) HITHOUT GONTAGTIN6 THE GLASS AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (585 MMI).
<br />2. GLAZING 5(b INGHE5 (GI14 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKINe 5URFAGE.
<br />-7. GLAZING AD-JAGENT TO THE LANDING AT THE E30TTOM OF A STAIRklAY NHER'E THE GLAZING 15 LESS THAN
<br />56 INCHES M14 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LE55 THAN
<br />00 DEGREES FROM THE E30TTOM TREAD N051NO SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTION: THE GLAZING 15 PROTEGTEO BY A GUARD GOMPLYINO NITH SECTION R512 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN lb INGHES (45-7 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESPON5lE31LIT-*( TO REVIEN ALL DRANIN05 BEFORE GON5TRUGTION BEOIN5.
<br />DAN5C,O ENOINEERINO, LLC, 15 RESPONSIBLE FOP, THE STRUGTIURAL INTEORITY OF TH15 PROJECT ONLY. ANY
<br />DISGREPANGY BETHEEN FIELD GONDITION5, OTHER DE51ON PROFE55IONAL5'5HOP DRANINOS,
<br />GONTRAGTORS'BUILDINO METHODS, AND THESE SIONED AND SEALED DRAHIN05 MUST BE E3ROUCHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENC'EMENT OF GONSTRUGTION.
<br />ATTENTION: GHEMIGAL GHANOES IN PRESSURE TREATED V40ODS
<br />AS OF DEGEMBER 315T, 2005, CHROMATED GOPPER AR5ENATE (GGA-G) HILL NO LONOER BE PRODUGED FOP,
<br />RE51DENTIAL OF, OENERAL GON5UMER USE. SEVERAL NEH. PRE55URE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLAGE GGA-G. MANY OF THE INEN PRESSURE TREATED JNOOD5 USE GHEMIGAL5 THAT
<br />ARE GORRO51VE T05TEEL. IT 15 THE GONTRAGTOR'5 RESPONSIE31LITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO 5ELEGT APPROPRIATE GONNECTOR5 THAT RESIST GORR0510N. FOR EXAMPLE, AGG-cl,
<br />AGO-D, CE3A-A, OR GA-B REGUIRE HOT -DIPPED OALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />E30RATE (SE3X) DOES NOT.
<br />V40RST GASE DESION PRESSURE TABLE
<br />51JILDING DATA
<br />WIND SPEED 140 MPH (Vasd 105 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRE55URE COEFFICIENT= +/- 0.15 ENCLOSED 5LDG)
<br />DE51GN WIND I=RE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 6F - ENE) ZONE)
<br /># ENE) ZONE 15 ONL'� WITHIN F;,'-O'
<br />OF ALL EXTERIOR 5UILDING CORNERS
<br />WINDOWS AND DOORS (A5D PRESSURES)
<br />140 MPH + 25.6 PeF / - 34.3 P&F (ENID) UNLE55 NOTED ON FLOOR PLANS
<br />+ 25.6 P5F / - 21.1 F15F (INTERIOR) UNLE55 NOTED ON FLOOR PLANS
<br />GARAGE DOORS (A5D PRE55URE5)
<br />SINGLE 130 + 223 P5F 253 PSF
<br />DOU5LE I(ox-I + 21.4 P5F 23.5 P5F
<br />mga
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />p. 813.645,0166
<br />f. 813.645.9698
<br />www.danscoenginee(ing.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />OX19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRTTTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01-09-19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />I
<br />VERSION NO. 1.02 01.09.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390079
<br />DATE ISSUED: 01.16.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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